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ESZ Wilfried Becker GmbH | Weilerhöfe 1 | 41564 Kaarst | Deutschland | Telefon: +49 (0) 2131 75 81 00| Fax: +49 (0) 2131 75 81 11 | Email: info@esz-becker.de

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RFP text for ESZ FOSTA sliding bearing

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For use between prefab reinforced concrete parts:

Supply and install reinforced ESZ Fosta sliding bearings between prefab reinforced concrete parts or steel structural elements.
Calculatory verification of the usability of the bearings is to be submitted.
The friction coefficients must be verified over the temperature range from -35 °C to + 50 °C and the durability of the material must be verified over a total displacement distance of > 100 metres. A test certificate for the frictional properties is to be submitted to the construction management before the commencement of construction. A general supervisory test certificate is required in accordance with Construction Rule List A, Part 2, No. 1.2 and must be submitted to the construction management.

Bearing thickness incl. sliding plate:(12/18) ___________________________ mm
Format of elastomer pressure compensation bearing a x b:_______________ mm
Format sliding plate a1 x b1:________________________________________ mm
Material sliding plate: Stainless steel / POM
Holes/recesses:___________________________________________________ pcs.
Quantity:_________________________________________________________ pcs.
Verification of source of supply:
ESZ Wifried Becker GmbH
Weilerhöfe 1
D-41564 Kaarst
Phone: 0049 – (0)2131-7581-00
Fax: 0049 – (0)2131-7581-11
Mail: info@esz-becker.de

For use as in-situ concrete point bearing:

Supply and install reinforced ESZ Fosta sliding bearings between prefab reinforced concrete parts or steel structural elements.
Calculatory verification of the usability of the bearings is to be submitted.
The friction coefficients must be verified over the temperature range from -35 °C to + 50 °C and the durability of the material must be verified over a total displacement distance of > 100 metres. A test certificate for the frictional properties is to be submitted to the construction management before the commencement of construction. A general supervisory test certificate is required in accordance with Construction Rule List A, Part 2, No. 1.2 and must be submitted to the construction management.

Bearing thickness incl. sliding plate:(12/18) ___________________________ mm
Format of elastomer pressure compensation bearing a x b:_______________ mm
Format sliding plate a1 x b1:________________________________________ mm
Material sliding plate: Stainless steel / POM
Holes/recesses:___________________________________________________ pcs.
Quantity:_________________________________________________________ pcs.
Verification of source of supply:
ESZ Wifried Becker GmbH
Weilerhöfe 1
D-41564 Kaarst
Phone: 0049 – (0)2131-7581-00
Fax: 0049 – (0)2131-7581-11
Mail: info@esz-becker.de

 
 
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